| About |
|---|
| 20% mineral filled elastomer modified PP copolymer. Medium flow, good stiffness toughness balance, good UV resistance. Used for interior automotive components.&& |
| Product Description | |
|---|---|
| Supplier | LyondellBasell |
| Generic | PP copolymer |
| Material Status | Commercial: Active |
| Features | Good Rigidity,Weather resistance is good,Good flexibility,Moderate liquidity,Copolymer |
| Availabilitys | Europe |
| Technical Data | |||
|---|---|---|---|
| PHYSICAL | Nominal value | Unit | Test method |
| Density | 1.05 | g/cm³ | ISO 1183 |
| Melt Flow Rate | ISO 1133 | ||
| 230℃，2.16kg | 4.5 | g/10min | ISO 1133 |
| 230℃，5.0kg | 22 | g/10min | ISO 1133 |
| Melt Volume Rate | ISO 1133 | ||
| 230℃，2.16 kg | 5.00 | cm³/10min | ISO 1133 |
| 230℃，5 kg | 25.0 | cm³/10min | ISO 1133 |
| Shrinkage rate | 0.90 to 1.1 | % | Internal Method |
| IMPACT | Nominal value | Unit | Test method |
|---|---|---|---|
| Charpy Notched Impact Strength | ISO 179/1eA | ||
| -30℃ | 3.0 | kJ/m² | ISO 179/1eA |
| 23℃ | 11 | kJ/m² | ISO 179/1eA |
| Charpy Unnotch Impact strength | |||
| 23℃ | 无断裂 | ISO 179/1eU | |
| Impact strength of cantilever beam notch | |||
| 23℃ | 10 | kJ/m² | DIN 53453 |
| Notched impact strength of cantilever beam | DIN 53453 | ||
| -40℃ | 25 | kJ/m² | DIN 53453 |
| -20℃ | 35 | kJ/m² | DIN 53453 |
| 23℃ | 无断裂 | DIN 53453 |
| THERMAL | Nominal value | Unit | Test method |
|---|---|---|---|
| Hot deformation temperature | |||
| 1.8 MPa, unannealed | 60.0 | ℃ | ISO 75-2/A |
| Vicat Softening Temp | |||
| A50 | 140 | ℃ | ISO 306/A50 |
| B50 | 65.0 | ℃ | ISO 306 |
| MECHANICAL | Nominal value | Unit | Test method |
|---|---|---|---|
| Ball hardness | |||
| H358/30 | 65.0 | MPa | ISO 2039-1 |
| tensile strength | |||
| yield | 24.0 | MPa | ISO 527-2/50 |
| Tensile strain | ISO 527-2/50 | ||
| yield | 5.0 | % | ISO 527-2/50 |
| fracture | 50 | % | ISO 527-2/50 |
| Bending modulus | |||
| Secant | 2300 | MPa | ISO 178 |
| bending strength | |||
| 3.50% strain | 35.0 | MPa | ISO 178 |
| Notes |
|---|
| 1. Typical properties: these are not to be construed as specifications. |
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